CN109184022A - A kind of new concrete shear wall - Google Patents
A kind of new concrete shear wall Download PDFInfo
- Publication number
- CN109184022A CN109184022A CN201811043261.6A CN201811043261A CN109184022A CN 109184022 A CN109184022 A CN 109184022A CN 201811043261 A CN201811043261 A CN 201811043261A CN 109184022 A CN109184022 A CN 109184022A
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- CN
- China
- Prior art keywords
- fixed
- shear
- circle
- corner trim
- layer
- Prior art date
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 30
- 239000010410 layers Substances 0.000 claims abstract description 31
- 238000009413 insulation Methods 0.000 claims abstract description 22
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Chemical compound data:image/svg+xml;base64,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 data:image/svg+xml;base64,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 [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 11
- 239000011514 iron Substances 0.000 claims abstract description 11
- 229910052742 iron Inorganic materials 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 10
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 10
- 239000010959 steel Substances 0.000 claims abstract description 10
- 239000004744 fabrics Substances 0.000 claims abstract description 9
- 238000010008 shearing Methods 0.000 claims abstract description 8
- 238000004321 preservation Methods 0.000 abstract 1
- 239000011150 reinforced concrete Substances 0.000 description 4
- 280000398338 Seismic companies 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagrams Methods 0.000 description 2
- 239000000463 materials Substances 0.000 description 2
- 238000000034 methods Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 1
- 239000006260 foams Substances 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reactions Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000003014 reinforcing Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000007787 solids Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7604—Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only fillings for cavity walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection . Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/68—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete made by filling-up wall cavities
Abstract
Description
Technical field
The present invention relates to a kind of new concrete shear walls, are related to construction wall technical field.
Background technique
Shear wall (shearwall) is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall.Wind lotus is primarily subjected in house or structures The wall of horizontal loading and vertical load (gravity) caused by load or geological process prevents structure shear (being cut) from destroying.Also known as Seismic structural wall, earthquake resistant wall is generally made into armored concrete.It divides plane shear wall and cylinder shear wall.Plane shear wall is used for reinforced concrete Native frame structure, lift slab structure, in flat slab system.For increase structure rigidity, intensity and collapse resistant capacity, in certain portions Position can cast-in-place or precast and assembled reinforced concrete shear wall.Cast-in-place shear wall pours simultaneously with Zhou Bianliang, column, good integrity.Cylinder Body shear wall is used in skyscraper, tall and slender structure and overhung construction, by between escalator, staircase, equipment and assistance building Partition wall surrounds, and barrel is cast in situ ferroconcrete wall body, and stiffness and strength can bear biggish level compared with plane shear wall Load.The foot of a wall can be divided into load bearing wall and shear wall according to loading characteristic, the former is to bear based on vertical load, such as masonry wall；Afterwards Person is to bear based on horizontal loading.In the area that provides fortification against earthquakes, horizontal loading is mainly generated by horizontal earthquake action, therefore shear wall has When also referred to as seismic structural wall, earthquake resistant wall.Shear wall can be divided into steel plate shear force wall, reinforced concrete shear wall and reinforcing bars building block by structural material Shear wall.It is wherein the most commonly used with reinforced concrete shear wall.During use, assembly is multiple for previous concrete shear force wall It is miscellaneous, it is time-consuming more long, and anti-shearing force is indifferent.
Summary of the invention
The technical problem to be solved by the present invention is to overcome the defects of the prior art, provide a kind of new concrete shear wall.
In order to solve the above-mentioned technical problems, the present invention provides the following technical solutions:
A kind of new concrete shear wall of the present invention, including frame, side wall and shear wall are fixed with side in the frame Face wall body and shear wall, filling slot is fixed in the flank wall body, and the side wall passes through inner corner trim indent connection shearing Wall, the two sides of the inner corner trim indent are connected separately with template back arris, and the template back arris againsts side wall and shearing respectively The outside of wall, the side wall and shear wall is fixed with perpendicular row support, and the perpendicular row support is arranged in template back arris Side, be fixed in the middle part of the shear wall and pour circle, the inside for pouring circle is fixed with S sections circle, the S sections It is welded with connection iron prop on circle, the two sides for pouring circle are fixed with thermal insulation packing layer, the two sides of the thermal insulation packing layer It is fixed with insulation board, the side of the insulation board is fixed with steel fabric sheet, and the side of the steel fabric sheet is fixed with boundary Facing sand pulp layer, the side of the internal boundary mortar layer are fixed with inside shear wall concrete layer, the external interface The side of screed is fixed with outside shear wall concrete layer.
Preferably, the outside of the inner corner trim mould is fixed with inner corner trim indent, and the inner corner trim indent is fixed with two.
Preferably, the outside of the side wall and shear wall is fixed with outsourcing iron plate.
Preferably, the end of the inner corner trim indent is fixed with inner corner trim mould.
Preferably, described pour in circle has poured concrete.
The beneficial effects obtained by the present invention are as follows being: this kind invention can be prevented by the insulation board and thermal insulation packing layer of setting The exchange of internal and external temperature plays effect cool in summer and warm in winter, and pours the S sections circle being arranged in circle and company inside shear wall Iron prop is connect, shear wall anti-shearing force can be made stronger.
Detailed description of the invention
Attached drawing is used to provide further understanding of the present invention, and constitutes part of specification, with reality of the invention It applies example to be used to explain the present invention together, not be construed as limiting the invention.In the accompanying drawings:
Fig. 1 is a kind of structural schematic diagram of new concrete shear wall of the present invention；
Fig. 2 is the schematic diagram of internal structure of shear wall in a kind of new concrete shear wall of the present invention.
In figure: 1- frame, 2- inner corner trim mould, 3- filling slot, the side 4- wall, 5- inner corner trim indent, 6- shear wall, 7- erect row branch Support, 8- outsourcing iron plate, 9- template back arris, the inside 10- shear wall concrete layer, 11- boundary mortar layer, 12- steel fabric sheet, 13- Insulation board, 14- thermal insulation packing layer, shear wall concrete layer on the outside of 15-, 16- connection iron prop, 17-S sections circle, 18- pour circle.
Specific embodiment
Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings, it should be understood that preferred reality described herein Apply example only for the purpose of illustrating and explaining the present invention and is not intended to limit the present invention.
Embodiment
As shown in Figs. 1-2, a kind of new concrete shear wall, including frame 1, side wall 4 and shear wall 6, the frame It is fixed with side wall 4 and shear wall 6 in frame 1, filling slot 3, the side wall 4 are fixed in the side wall 4 Shear wall 6 is connected by inner corner trim indent 5, the two sides of the inner corner trim indent 5 are connected separately with template back arris 9, the template back arris 9 Against side wall 4 and shear wall 6 respectively, the outside of the side wall 4 and shear wall 6 is fixed with perpendicular row support 7, The inside of template back arris 9 is arranged in the perpendicular row support 7, and the middle part of the shear wall 6, which is fixed with, pours circle 18, described to pour The inside of circle 18 is fixed with S sections circle 17, and connection iron prop 16 is welded on the S sections circle 17, and described pour encloses 18 Two sides are fixed with thermal insulation packing layer 14, and the two sides of the thermal insulation packing layer 14 are fixed with insulation board 13, the insulation board 13 Side be fixed with steel fabric sheet 12, the side of the steel fabric sheet 12 is fixed with boundary mortar layer 11, and internal is described The side of boundary mortar layer 11 is fixed with inside shear wall concrete layer 10, and the side of the external boundary mortar layer 11 is solid Surely it is equipped with outside shear wall concrete layer 15.
The outside of the inner corner trim mould 2 is fixed with inner corner trim indent 5, and the inner corner trim indent 5 is fixed with two, inner corner trim indent 5 play the role of connection, and the outside of the side wall 4 and shear wall 6 is fixed with outsourcing iron plate 8, the inner corner trim indent 5 End be fixed with inner corner trim mould 2, described pour has poured concrete in circle 18, after filling concrete, concrete is to inside Device plays fixed function.
Working principle: the inside for the thermal insulation packing layer 14 being arranged inside the insulation board 13 of setting is provided with insulating foam etc. and protects Warm material can play effect cool in summer and warm in winter, and pouring inside shear wall 6 for preventing the exchange of internal and external temperature The S sections circle 17 and connection iron prop 16 being arranged in circle, when by shearing force, S sections circle 17 can play resistant function, make It is stronger to obtain 6 anti-shearing force of shear wall.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention, Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features. All within the spirits and principles of the present invention, any modification, equivalent replacement, improvement and so on should be included in of the invention Within protection scope.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811043261.6A CN109184022A (en) | 2018-09-07 | 2018-09-07 | A kind of new concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811043261.6A CN109184022A (en) | 2018-09-07 | 2018-09-07 | A kind of new concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109184022A true CN109184022A (en) | 2019-01-11 |
Family
ID=64915423
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811043261.6A CN109184022A (en) | 2018-09-07 | 2018-09-07 | A kind of new concrete shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109184022A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004293153A (en) * | 2003-03-27 | 2004-10-21 | Tesuku:Kk | Heat insulating composite panel for curtain wall of steel reinforced concrete building |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| CN204590325U (en) * | 2015-05-14 | 2015-08-26 | 魏震南 | IPS cast-in-place concrete shear wall structure self-heat-insulation system |
| CN204691001U (en) * | 2014-09-02 | 2015-10-07 | 绿建科技集团新型建材高技术有限公司 | Full outsourcing block type cast-in-situ wall inorganic fire Self-thermal-insulation System |
| CN204983246U (en) * | 2015-07-06 | 2016-01-20 | 沈阳建筑大学 | Hollow shear wall structure of close post of assembled |
-
2018
- 2018-09-07 CN CN201811043261.6A patent/CN109184022A/en active Search and Examination
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004293153A (en) * | 2003-03-27 | 2004-10-21 | Tesuku:Kk | Heat insulating composite panel for curtain wall of steel reinforced concrete building |
| CN102704672A (en) * | 2012-06-28 | 2012-10-03 | 天津住宅集团建设工程总承包有限公司 | Installation construction method for large all-steel formwork at internal corner of shear wall |
| CN204691001U (en) * | 2014-09-02 | 2015-10-07 | 绿建科技集团新型建材高技术有限公司 | Full outsourcing block type cast-in-situ wall inorganic fire Self-thermal-insulation System |
| CN204590325U (en) * | 2015-05-14 | 2015-08-26 | 魏震南 | IPS cast-in-place concrete shear wall structure self-heat-insulation system |
| CN204983246U (en) * | 2015-07-06 | 2016-01-20 | 沈阳建筑大学 | Hollow shear wall structure of close post of assembled |
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